Magnetic sewage clarification



All@ 2, 1938- l f w. c. LAUGHLIN 2,125,846

MAGNETIC SEWAGE CLARIFICATION ATTORNEY.-

Aug. 2, '3938, w. c. LAUGHLIN MAGNETIC SEWAGE CLARIFICATION Filed April 15, 1936 2 Sheets-Sheet 2 f..MUHinwil@mivf ATTORNEY.

Patented vAug. 2, 1938 MAGNETIC sEwAGE oLAnmoA'rroN william c.r Laughlin, New York, N. Y., assignor to Filtration Equipment Corporation, York, N. Y., a corporation of Delaware New ApplicationApril 15, 1936,` Serial No. 74,404 9 claims. (cl. 21d-s) 'Ihis invention relates to the clariilcation treatment o f raw sewage,` the sludges therefrom, or similar suspensions of colloidal or semi-colloidal material by methods which do not involve the `d addition of chemicals thereto. More specifically,

the invention relates to the treatment of raw sewage or other material of this nature by a tlocculation and settling treatment involving the application .of new principles of'magnetic agglom- `l eration and subsequent settling, as will be hereinai'ter described. Objects of the invention are to obtain an efiicient and relatively complete ilocculation of colloidal sewage solids and a settling and removal thereofln the form of a relatively l concentrated sludge, this removal and consequent clarification of the sewage eiuent being suiliciently complete to render unnecessary the use of coagulating chemicals. Further objects are the provision of clarication systems involving the application of this principle in such a manner that the removal of sewage solids and reduction of the biochemical oxygen demand will be well within the limits prescribedV for ordinary municipal sewage disposal plants, both of summer and for winter operation. y f

In4 my prior Patent No. 1,877,623 and in other patents of whiclr'l am joint inventor, there are described methods involving the treatment of sewage by the formation of a chemical iloc therein, the flocculation, being promoted by the addition of cellulose pulp or other cellulosic material in a clarification tank. In` this system 4the eilluent from the clarifier has been caused to pass through a-fllter consisting of a' bed of magnetite or similar heavy sand in order to remove additional suspendedfsewage solids which werenot completely settled out'by the added chemicals. In Patent No. 1,872,759 there is described an apparatus for cleaning magnetite illters of this na- 4o ture involving the agitation of the magnetite sand by alternately energizing and dos-energizing a moving electromagnet and drawing portions of the treated sewage through the agitated portion by means of the magnet. The portion of chemii 45 cally treated sewage liquid drawn through the Vfilter in this manner is referred to in this patent as wash water since it functions to wash the sand of the filter bed free from adhering organic matter.

50 I'he present invention is a result of further experiments which I have made using lter beds of this type having. an electromagnet, associated therewith. I have made thel surprising discovery that a illter bed consisting of magnetite, or

55 other magnetic material of this nature will, when magnetized by association with an electromagnet or other magnetic influence, exert an activating or clustering force upon the colloidally suspended sewage particles in such a manner that these particles will be drawn together by the lter in the 5 form oi a fioc and will settle out in the form of a sludge upon remaining in a quiescent state without the addition of chemicals or other occulating agents thereto.

Y This activation of the suspended solids of raw 10 sewage I shall term an agglomeration since the term activation has acquired a significance in the art of sewage treatment which associates it with the action of bacteria. I am aware that the term agglomration will not be strictly descrip- 16 tive in all cases of the action which takes place when raw or chemically untreated sewage is passed through a bed of magnetized material, ior the action appears to be more closely analogous to the clustering effect which is noted when gas 20 particles are exposed to the action of an electronic discharge. It is very difficult to determine the exact nature of this phenomenon, but I am at present of the opinion that the magnetizedparticles of the lter bed exert some magnetic influ- 25 ence on the electrical charges which are known to be carried by particles in colloidal suspension. However, this may not be the only cause, or even the chief cause of the remarkable fiocculation which is noted when raw sewage is passed through 30 a lter of magnetized material in the above manner; and I do not wish to be limited to any theory or explanation of the results obtained. Accordingly, in the present specification andl claims the terms agglomeration and "agglomerated state` will be used to express the results obtained by the methods of treatment described, and it is understood that these terms will `have no other meaning..

The coagulation and occulation of the solids of 40 filter on raw or chemically untreated sewage compares favorably with that obtained by the chemical means described in my prior patent above referred to, from which it is logical to assume that the character of the solids occulated by the two treatments is the same. Apparently, ordinary sewage contains a certain proportion of solids so nely dispersed as to be incapable of docculatlon 55 by any means, and such solids will pass through a system operating either with chemicals or with the magnetic treatment of the present invention. The importance of the present invention, however, does not necessarily reside in the completeness of the removal of solid material, since there is a wide degree of tolerance permitted to ordinary treatment plants, but in the fact that'it accomplishes results that have hitherto been accomplished only by the presence of chemicals or other fiocculating agents in the sewage. Therefore, it is probable that the use of a magnetized filter for the filtration of sewage which has previously been subjected to a chemical occulation and settling treatment would not serve to cause any determinable amount of additional iiocculation of colloidal sewage solids, for most of the solids of this type would already have been coagulated by the chemicals.

'Ihe application of the principles above set forth to ordinary municipal sewage requires only the passage of the sewage liquid through a magnetized filter bed of sufiiclent depth and fineness to collect and agglomerate the greater part of the sewage solids followed by removal of the agglomerated solids from the filter by forming a suspension thereof in wash water. Such a suspension, after its formation, should be maintained in a quiescent state for a period of time sufficient for the final flocculation and settling of the agglomerated particles to take place, after which the supernatant water may be removed by any convenient means such as decantation, filtration, etc. The sludge so obtained may be treated in any known or approved manner to recover the solid material therefrom; for example, it may be passed to a dewatering filter of the rotary type, dried and burned or used as a fertilizer.

While the invention in its broader aspects is not limited to the recovery of agglomerated sewage solids in wash water by the method described in the prior patents above referred to, it is within the scope of the invention to utilize this system and a number of advantages are obtained thereby. 'I'his "wash water amounts in volume to about 3-7% of the total volume of the sewage liquid and yet, in the practice of the present invention, it will normally have a content of sewage solids more than 5 times that of the raw sewage entering the treatment system. 'I'his relatively small volume of liquid containing a high proportion of solids in an agglomerated and fiocculable state is well suited for separate treatment in a small clarification tank, in which it remains quiescent for a sufficient period of time to permit sedimentation, and it is one of the adv vantages of the invention that this time for sedimentation is much less than that which is normally used for fiocculation during chemical treatment. For example, in a commercial installation using the chemical treatment described in my prior Patent No. 1,877,623, involving the addition tothe settled sewage elliuent of cellulose `pulp,1

ferric chloride and lime, an' average detention period of well over two hours with a settling rate of 680 gals.. per square foot per twenty-four hours was used during the calendar year 1933 (see Sewage Works Journal, vol. 6, No. 4,- July 1934, page 750). In comparison with this, settling periods of from ten minutes to one-half hour have proven to.. be suiiicient for the sedimentation of wash water when raw sewage of approximately the 'same strength is treated by a magnetized filter.

Although wash water from the magnetized filters may be separately sedimented in the above described manner, it is a further advantage of the invention that this step may be carried out in conjunction with a preliminary sedimentation of the raw sewage before filtration, which will increase the efliciency of the filter by removing the larger and more dense sewage solids that would otherwise tend to clog it. 'I'his is accomplished by simply returning the wash water to thesedimentation tank in the manner shown on Fig. 2 of the drawings, and I have found that a satisfactory sedimentation of the solids in the wash water will take place in this tank even though the wash water is greatly diluted by the raw sewage. In fact, I believe that the presence of the agglomerated sewage solids in the settling tank actually promotes and enhances the settling process which normally takes place therein, for the activation which these solids receive by reason of their passage through the magnetized filter bed causes them to act as nuclei for the coagulation and settling of untreated solids in the raw sewage. Accordingly, this method of treatment not only saves the cost of an additional settling tank, but actually improves the operation of the process as a whole by reducing the load on the filter, and therefore constitutes a preferred modification thereof.

It is apparent that the principles of the invention may be embodied in various installations which differ among themselves in specific details of treatment. The accompanying drawings show in diagrammatic form two iiow sheets of installations of this nature, it being understood that these are for purposes of illustration only and that numerous other embodiments may be resorted to within the scope of the broader claims attached hereto, whether or not Ithey may involve additional specic features of invention. One form of sedimentation tank and a few representative types of magnetic filter beds are also illustrated in more or less diagrammatic form, it being understood that these are also in the nature of representative examples and that the invention in its broader aspects is not limited thereto.

Referring now to the drawings, in which similar reference numerals indicate similar parts in the several views, Figures 1 and 2 are flow diagrams illustrating the application of the principles of the invention to a commercial sewage clarification system.

Fig. 3 illustrates a sedimentation tank having a magnetized filter bed and cleaner associatedl therewith, the parts being shown in vertical section.

Fig. 4 is a top plan view of the installation of Fig. 3, showingthe traveling magnets and filter cleaning devices.

Fig. 5 is a vertical section of a ltering installation similar to that cf Fig. 3, but operating on the down flow principle.

, Fig. 6-is a diagrammatic view of an installation viii-which the filter is magnetized by the passage of a current through conductors embedded therein, and

Fig. '7 is a detail perspective of a portion of Fig. 6, showing the means used for embodying the conductors in the magnetite filtering material.

Referring to Figs. 3 and 4, the installation consists generally in the combination of a settling or sedimentation of tank l, filter beds 2 of material such as magnetite or ilmenite which is capable of becoming magnetized, together with magnets or solenoids 3 for inducing such magnetism, means such as caisson cleaners 4 for removing agglomerated solids from the filter and forming a sus- I 2,125,846 pension thereof in wash water, and pumps i and pipes `t for returning this washwater to the settling tank I. Since it is apparent that the various elements of this combination may be varied in accordance with the requirements of.

, different installations, they will be discussed separately.`

The settling tank i may be of any suitable size "or shapaand may be circular or rectangular in cross section. It may be provided with scrapers or other sludge collecting means in the manner shown in prior Patent No. 1,969,022, of which I am a iointinventor, orit may Iconsist of a circular tank of the type shown in Patent No.

`l,975,liliii.

In allcases, however, it is a feature of the invention that this tank may be of a size materially less than those used in 'systems emplaying only plain sedimentation for accomplishing a. suitable degree of sewage clarification. The tank illustratedL is a rectangularv tank having side walls l, endl walls 8 and inclined bottom sections 9 sloping to form a sludge collecting trough Iii.' from which the sewage sludge is discharged through an outlet pipe II. The side walls 'i are preferably recessed as at I2 andl to form overflow launders, which communicate` with outlet chamber III at the end ofthe tankand serve to collect and carry away clarified sewage effluent escaping from theillter throughv .the outlet passages I5 and It. l

The equipment with which the' tank I is provided for accomplishing the purposes of the present invention includes central bailies Il and I9, together with inclined bailies I9 and 20 for the introduction of raw or chemically untreated sewage and the filter beds 2 resting on screens 2i which extend from the central baiiles I1 and I8 to the walls of the tank. Thiscent'ral baille structure forms a chamber for the introduction of the raw sewagefrom an `inlet (not shown) and for the simultaneous mixing of this incoming sewage with the wash water discharged through the pipes 6 this introduction and mixing being accomplished without stirring up the main body of quiescent liquid in the. tank. 'I'he filters 2, as Ashown on Fig. 4, extend the full length of the tank on either side of the central bailies, and it is apparent that all the sewage liquid discharged from the tank must pass through these lter beds and must be subjected to their magnetic influence. In the installation shown, the lter'beds are preferably .about 3" in depth, and consist of magnetite of a suflicient grade of neness to pass through a 1li-mesh sieve but remaining on a ,sieveof 23-mesh. I have found that magnetite of this particular size has suiilcient flneness to collect the greater part of the sewage solids while not offering too great a resistance to the ilow of the sewage liquid therethrough. In normal operation, rates of flow/up to- 6 gallows of sewage liquid per square foot per minute may be used v with a lterrbed having these characteristics, A

although a wide variation is possible within the range of normal operating conditions.

'I'he magnetite or similar sand forming the filter bed may be magnetized by any suitable means,

which may include either stationary or movable magnets or solenoids or may be accomplished by simply passing a direct current through conduc-l tors embedded in the magnetic material.

In the present case I have illustrated the so- 'lenoids 4which are normally contained in the movable caisson cleaners described in prior Patent No. 1,872,759 above referred to, since this installation has given excellent results in practice.

In this patent these solenoids are described as being operated by a pulsating or alternating current, whereas a direct current must be used to obtain the advantages of the present invention but the structure and mounting of the velectromagnets remains the same. In some cases it is of advantage to utilize insuiilcient current in the electromagnets to agitate the magnetite sand of the filter, or to employ a continuous direct current which will have no agitating action. In this case, mechanical agitators of the type described in Patent, No. 1,919,564 may be employed for cleaning the filter, the electromagnets being used only for the purpose of magnetizing the material of the filter bed to an extent suflicient for cause ing flocculation of the sewage solids.

` `In the drawings the magnets ti of the device as illustrated are of the solenoid type and have no core, since the lter material provides a path of high magnetic permeability for the lines of force. These lines of force, upon passage through the material of the filter bed, not only cause a displacement of the same by attracting it to the solenoid, but actually transform each particle into an individual `small magnet, so that after the material has resettled into the bed the entire nlter is magnetized. Since the magnets are permanently attached to the movable caisson cleaner and travel back and forth over the filter bed during the cleaning operation, the entire bed of filtering material is maintained in a magnetized state and operates to cause agglomeration and ilocculation of the finely divided' sewage solids.

The apparatus for cleaning the filter beds vand removing the agglomerated sewage solids therefrom includes cleaning devices mounted upon a traveling carriage'which is designated in general by the numeral 22 on lFigures 3 and Il. At its opposite ends this carriage is provided with wheels 28 which travel on track 'rails 29 and are suitably driven by a motor 39 and reducing gears 3l operating upon drive shaft 32. Since the two clean.- ing devices are duplicates, only one will be described in detail. Each cleaning device includes a cleaner or cleaning tank V33 of a length substantially equal to the width of its respective filter bed 2. The tank is preferably of such a depth that its top 3`4 is above the water level l-while the bottom 95 i travels closely adjacent to the upper portion of the filter bed. Lengthwise of the filter bed, this bottom 35 is preferably increased in length by the provision of an apron 36, which is formed by inclining and extending outwardly the front wall 31 of the tank. Within the space beneath this inclined front wall the magnet 3 is mounted, this magnet preferably consisting of a solenoid having semi-circular ends and straight sides extending along the full length of the cleaner tank.V In the interior of the tank is mounted a pump 38 driven by a motor 39 and shaft l0, the purpose of which is to continuously withdraw wash water from the inlet of the tank and discharge it l through the pipe 6 into the inlet chamberx formed between the baiiles I9 and 20.

The operation of the above described cleaning devices is fully set forth in Patent No. 1,872,759

above referred to and its description need not be repeated here. It is suflicient to state. that these cleaners operate in exactly, the same man- '.ner when the system is used for the magnetic stream or other moving body of water.

downflow principle. In the modification shown, this filter consists of a tank 50 which is provided with side walls and 52, end walls 53 and intermediate walls 54 and 55 which form, together with a portion of the bottom 56 of the tank, an inlet chamer 51. The filter beds 58 may consist of finely divided magnetite or other magnetic material, and are preferably mounted above the bottom of the tank on screens 58 which are supported at their ends by the side walls 5| and 52 and by the intermediate walls 54 and 55. These latter walls are apertured as at 60 to permit an inflow of sewage liquid above the filter beds, and outflow passages 6| are provided below the filter beds to permit the escape of filtered effluent into outflow channels ,62 and 63 on the sides of the filter. Movable magnets 64 are provided in juxtaposition to the filter beds 58, these preferably being identical in all respects to the magnets 3 shown in Figures 3 and 4. The filter bed is provided with movable caisson cleaners identical with those shown in Figure 4, and which operate in the same manner to agitate portions of the filter bed and draw wash water therethrough during the cleaning operation.

In the operation of a filter constructed in accordance with Fig. 5, the incoming sewage passes 1 downwardly through the filter beds and flows out through the outlet channels 62 and 63, from which the eiiiuent is preferably discharged into a river,

By reason of the fine division of the filtering materials and the magnetic charge contained thereby, the sewage solids are agglomerated and held back within the interstices of the filter. The cleaning operation which transfers these agglomerated sewage solids to a stream of wash water is preferably carried on continuously by the moving caisson cleaners shown in Fig. 4, the suspension so formed being drawn into the pumps' 38 and discharged through the pipes 6 into a sedimentation tank of the type shown in Fig. 3 where f fiocculation and sedimentation of the sewage solids is completed.

Fig. 6 shows a type of installation in which the material of the-filter bed is magnetized by the passage of a direct current therethrough. The filter is preferably constructed of uconcrete, and consists of a bottom 10, filter supportsll and side walls 12 and 13. The side wall 12 forms, in conjunction with supporting wall 1|, an inlet channel 14 while an outlet channel 15 is formed by the side wall 13 and filter support 1|. The filter bed 16 is mounted on a screen 11 in the usual manner, this screen iitting into recesses 18 in the supporting walls 1|.

A series of' wires 19 are embedded at short intervals within the magnetite or other magnetic material which forms the filter bed 16, these wires preferably being insulated with rubber to protect them from destruction by galvanic action. 'Ihese wires 19 are all electrically connected at their ends to bus bars 80 and 8| which receive direct curre'nt through the medium of positive and negative electrodes 82 and 83 and thus form a path for the passage of an electric current through the material of the filter bed. It should be noted that these wires, being permanently mounted in the material of the filter bed and being stationary with respect thereto, serve to create definite paths of magnetic lines of force which maintain expenditure of only a relatively small amount of current.

The invention will be further illustrated by the following specific examples, which demonstrate the remarkable fiocculating action which a magnetized filter will exert upon raw or chemically untreated sewage. In considering the results obtained, however, it should be borne in mind that sewages from different sources will frequently vary considerably in pH, iiocculation and settling properties and other characteristics, and that this is particularly true where industrial wastes are present in addition to ordinary domestic sewage. the invention is not limited to the removal by magnetic vflocculation of any definite proportion of the total sewage solids, and that its advantages are frequently of great value in cases where only a relatively minor proportion of the total sewage solids is removed in this manner.

EXAMPLE 1 Qualitative comparison Magnetite of -20 mesh is charged into two glass filters in amounts sufficient to form beds of 3 to 4 inches in thickness. Electrodes are inserted in opposite sides of one of the filter beds while the other is left in its normal condition. The fllters are fiooded with raw sewage and a direct current is passed through the electrodes. After a short period of time the magnetite becomes magnetized, whereupon representative Accordingly, it should be understood that samples of the ltrates from the two filters are drawn off into sample cone glasses. The two lters are then washed with clean water, and samples of the washings are also collected in sample cone glasses.

A remarkable difference is noted between the two filtrates. The liquid from the unmagnetized filter is cloudy and presents the usual appearance of liquids of this character that have passed through an ordinary coarse, unripened filter. This cloudiness is relatively permanent, by reason of the neness of the particles of sewage solids in suspension and their relatively low specific gravity. The liquid from the magnetized filter, on the other hand, is relatively clear.

A comparison of the wash water is even more illustrative of the difference in action of the two filter beds. That from the unmagnetized filter contained the solids in a loose, unocculated form, and sedimentation in the cone glass was incomplete even after standing for 1/2 hour. 'I'he wash water from the magnetized filter was quite different; its solids were present in the form of relatively dense, agglomerated floccules which settled out in the cone glass in less than l0- minutes.

EXAMPLE 2 Comparison with chemical treatment l 'and contained a considerable proportion of industrial waste in addition to theordinary domestic' sewage content. The 5 day Biochemical Oxygen Demand (B. O. D.) averaged about 280 parts perv million, the total solids 735 p. p. m., the settleable solids 4.0 c. c. per liter, and the suspended solids 240 p. p. m. with 69.5 per cent volatile. Th'e pH of the raw sewage averaged '1.1.

nate periods with and without the elimination of v step (2) that is to say, the addition of' chemicals, but with. the lters magnetized at all times. Samples were collected hourly of the raw sewage, the illter iniiuent, the emuent before chlorination and the wash water. These samples were col-V lected in pint Mason jars, immediately placedin a refrigerator and, at the end of each 24 hour period, composited according to ow es recorded on a Venturi meter chart. A period of 24 hours was allowed between. operations with and without chemical treatment during which no samples were collected, in order to permit the process to become stabilized. The results of analyses of these samples are tabulated as follows:

e 5 The percentage reduction and character of the suspended solids removed by the filter is also significant to show the flocculating action of the magnetized lter bed. While the total reduction is of course much greater when coagulating chem` icals are added, it should be noted that the concentrations of solids in the wash water are of about the same order of magnitude. An inspection of the Wash water obtained with raw sewage shows that a good lloc is present, resulting in rapid settling of the greater portion of the solids contained therein, and the total overall reduction ligure of 70% is -well withinthe gure required of most sewage treatment plants.

It will thus be seen that the present invention' permits the elimination of chemicals in a number of installations Where this additional expenditure l had previously been considered necessary. The

municipal plant described in the foregoing ex-l ample is a case in point; upon completi-on of the -tests which have been described this plant dis-- Plain sedimenta- With chemical tion and filtration, treatment, 7 days 9Vdeys average average Sewage ilow-M. G/day 3.00 2.80 Raw sewage-suspended solids p. p. m..- 240 238 Raw sewage 5 day B. 0. D., p. p. m 285 274 Detention in clarifier, hours 3. 23 3. 45 Sewage below iilter snep. solids-p. p. m.. 120 97 Sewage below illter 5 day B. O. D.,

p..p. m 174 131 Emuent suspended solids p. p. m 71 21 Eiluent 5 dey B. 0. D. p. p. m 145 118 Percentage reduction susp. solidsoverall 70. 0 89. 4 Percentage reduction in susp. solids-- below alter (by settling or precipitann) y49. 5 56. 6

Percentage reduction in susp. solids through ter 20. 5 32. 8 Percentage reduction in 5 dey B. 0. D.-

ov 46. 4 53. 9 Peroen below tu' 34.8 48. 2 Percentage reduction in 5 dey B. 0. D.-

through filter 11.6 (29 p. p. m.) 5.7 (13 p p. m.) Wash water suspended volatil percent.- 67. 0 57. 6

imo dosage-p. p. m; Oso None 77. 5 Ferrie chloride dosage-p. p. m. FeOlg.--. None 33. 8

These results demonstrate the fact previously stated, namely, that a large proportion of those sewage solids which are ilocculable by the addition of chemicals are also occulated by the operation of a magnetized lter when no chemicals are part oi.' which is present in a veryfinely divided form and which resists to a great extent even the action of coagulating chemicals. For example, it will be seen that by the addition of chemicals this figure is reduced from 274 to 131 p. p. m.. a reduction of about 52%'. Upon filtration an additional 5% reduction is obtained. When no chemicals are added the gure is reduced from 285 to 1'74 p. p. m. by settling and an additional 10% is removed by the lter. The nal gures in each case are within '7% of each other, which is an agreement well within the ordinary variation of this gure in domestic sewage.

plant can be increased thereby with a simultaneous improvement in the quality of the efliuent.

What I claim is:` 1.` A method of clarifying suspensions containing organic colloidal or semi-colloidal materials in a chemically untreated state, which com-v prises passing said chemically untreated organic colloidal suspensions'through a bed of magnetized material of substantial depth and neness, whereby flocculable solids of lthe suspension are magnetically transformed to an agglomerated state and are retained by the bed in this form.

' 2. A method of clarifying raw or chemically untreated sewage which comprises passing said raw sewage containing flocculable organic sewage solids throughs. lter bed of magnetized materlal of substantial depth and flneness, whereby ilocculable solids` of the sewage are magnetically transformed to an agglomerated state and are able magnet Vover the surface thereof.v

4. A method according to claim l, in which the filter is magnetized by the passage of adiect current of electricity through conductors embedded therein.

5. A method of clarifying raw or chemically untreated sewage which comprises subjecting said raw sewage to a preliminary sedimentation and passing the-eiliuent therefrom in a form containing ilocculable sewage solids through a filter bed of magnetized material of substantial depth and ilneness, whereby flocculable solids of the sewage are magnetically transformed to an agglomerated state and are retained by the filter in this form. 6. A method according to claim 5 in which the filter is magnetized by the passage of a direct current of electricity through conductors ernbedded therein.

7. A method of clarifying raw or chemically untreated sewage and recovering colloidal material therefrom which comprises passing said raw sewage containing tiocculable sewage solids through a nlter bedof magnetized material of sumcient depth and ilneness to collect sewage solids therefrom, whereby said solids are magnetically transformed to an agglomerated state in which they are capable of sedimentation upon standing, removing -the agglomerated solids from the filter by forming a suspension thereof in wash water, maintaining said water suspension in a quiescent state until sedimentation of the agglomerated particles has taken place, and separating the oc so obtained from theA supernatant water.

8. A method of clarifying raw or chemically untreated sewage and recovering colloidal material therefrom which comprises subjecting said lect sewage solids therefrom, whereby said solids Y are magnetically transformed to an agglomerated state in which they are capable of sedimentation upon standing, removing the agglomerated solids from the filter by forming a suspension thereof in wash water, maintaining said water suspension in a quiescent state until sedimentation of the agglomerated particles has taken place, and separating the floc so obtained from the supernatant water.

9. A vmethod 'of clarifying raw or chemically untreated sewage and recovering colloidal material therefrom which comprises subjecting a body of said sewage to sedimentation clarification in a relatively quiescent state under conditions resulting in the deposition of settleable solids therefrom, passing the resultant chemically untreated supernatant liquid in a state in which it contains flocculable sewage solids through a lter bed of magnetized material of sufficient depth and ilneness to collect the sewage solids therefrom, whereby said solids are magnetically transformed to an agglomerated state in which they are capable of flocculation upon standing,

removing the agglomerated solids from the filter by forming a suspension thereof in wash water, and mixing said water suspension with the main body of sewage undergoing sedimentation whereby occulation and settling of the agglomerated particles take place in the presence of4 the raw .2 

